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Maintenance Agreement - Storm Water Management Facilities 2010-0109750RECORDING REQUESTED BY: CITY OF POWAY' AND,WHEN RECORDED MAIL FS TO: / _� CITY CLERK l/� CITY OF POWAY /� 1 Cori P 0 BOX 789 POWAY, CA 92074 APNs: 323- 481 -19 &20 DOG # 2010- 0109750 11111111111111111111111111111111111111111111111111111111111111111111 MAR 05, 2010 10:45 AM OFFICIAL RECORVb SAN DIEGO COUNT Y RECORDER'S OFFICE DAVID L. EILITLER,000NTYRECOFIDER FEES. 115.010 PAGES: 36 (THIS SPACE FOR RECORDER'S USE) STORM WATER. MANAGEMENT FACILITIES MAINTENANCE AGREEMENT No Documentary Transfer Tax Due HAMPTON INN & SUITES 14068 STOWE DRIVE, POWAY, CA 92664 This AGREEMENT for the maintenance and repair of certain Storm Water Management Facilities is entered into between Ocean Park Hotels -PWY LLC a California limited liability company (hereinafter referred'to as "OWNER ") and the City of Poway (hereinafter referred to as "CITY ") for the benefit of the CITY, the OWNER, the successors in interest to the CITY or the OWNER, and the public generally. WHEREAS, OWNER is the owner of certain real property located in the City' of Poway, California, more particularly described in Exhibit "A" hereto (hereinafter referred to as the "PROPERTY'), and has developed the Property with a Hotel in accordance with the, applications for Conditional Use Permit No. CUP05 -05, Development Review No. DR 05 -07, and Grading Permit No. G1561 -06, which_ are on file with the CITY. This Agreement is required as a condition of approval for such development. WHEREAS, in accordance with the City of Poway's Standard Urban Storm Water Mitigation Plan, Poway Municipal Code, Chapter 16, Division VI (the "SUSMP Ordinance "), the City of Poway Subdivision Ordinance, the City of Poway Zoning Ordinance, the City of Poway Grading Ordinance and /or other ordinances or regulations of CITY which regulate land development and Urban runoff, OWNER has proposed that storm water runoff from the', PROPERTY be managed by the use of the following Storm Water Management Facilities which are identified' as "Best Management Practices" or "BMPs ": Landscape and Irrigation Trash Storage Areas Roof Drains Media Filters Storm Water Conveyance System Stenciling and'Signage to -oi9 0 All five,(5) BMPs are located within the property. The precise location(s) and extent of the BMPs are indicated on Grading Plan G1561 -06 dated July 25; 2007 on file with CITY's Development Services Department as Hampton Inn & Suites. The manner standards by which the BMPs must be "repaired and maintained in order to retain their effectiveness are as -set forth in the Operation and Maintenance. Plan (hereinafter "O &M PLAN "), which is attached hereto and incorporated herein as Exhibit "B ". WHEREAS, OWNER's representations that the BMPs will be maintained have been relied upon by CITY in approving OWNER's development applications. It is the purpose of this Agreement to assure that the BMPs are maintained, by creating obligations that are enforceable against the OWNER and the OWN ER's, successors in interest in the PROPERTY. It is intended that these obligations be enforceable notwithstanding other provisions related to BMP maintenance that are provided by law. NOW, THEREFORE, for consideration of (a) CITY's approval of the above development applications and (b) the mutual covenants set forth herein, IT IS HEREBY AGREED AS FOLLOWS: Maintenance of Storm Water Management Facilities. OWNER agrees, for itself and its successors in interest, to all or any portion of the PROPERTY, to comply in all respects with the -requirements of the SUSMP Ordinance with regards to the maintenance of BMPs, and in particular agrees to perform; at its sole cost, expense and liability, the following "MAINTENANCE. ACTIVITIES'': all inspections, cleaning, repairs, servicing, maintenance and other actions specified` in the O &M PLAN, with respect to all of the BMPs listed above, at the times and in the manner specified in the O &M PLAN. OWNER shall keep records of this maintenance and provide copies of such records and annual certification of m "aintenance as requested by CITY. OWNER shall initiate, perform and complete all MAINTENANCE' ACTIVITIES at the required time, without request or demand. from CITY or any other agency. OWNER further agrees that "MAINTENANCE ACTIVITIES" shall include replacement; or modification of the BMPs in the event of failure. Replacement shall be with an identical type, size and model of BMP, except that: (a) The City Engineer may authorize substitution of an alternative BMP if he or she determines that it-will be as effective as the failed BMP; and (b) If the failure of the BMP, in the judgment of the City Engineer, indicates that the BMP in use is inappropriate or inadequate to the circumstances, the BMP must be modified or replaced with a more effective BMP to prevent future failure in the same or similar circumstances. Notices. OWNER further agrees that it shall, prior to transferring, ownership of any land on which any of the above BMPs are located, and also prior to transferring ownership of any such BMP, provide clear written notice of the above described maintenance obligations to the transferee. 3. CITY's Right to Perform Maintenance. It is agreed that CITY shall have the right, but not the obligation, to elect to perform any or all of the MAINTENANCE ACTIVITIES if, in the CITY's sole and reasonable judgment, OWNER has failed to perform the same after thirty (30) days prior written notice to OWNER to correct, remedy or cure' any failures, or if such failures cannot be reasonably corrected within that period, then within such additional time as is reasonably necessary, provided OWNER is diligently pursuing correction. If the notification states' the problem is urgent and relates to an imminent threat to the public health and /or safety,; then OWNER -shall have forty -eight (48) hours to rectify the problem. If maintenance is' commenced by the CITY in accordance with this Section 3, such maintenance shall be conducted in accordance with the nuisance abatement procedures set forth in Poway Municipal Code Chapter 8.72. In the case of maintenance performed by the CITY, it may be performed by CITY forces, or a contractor hired by the CITY, at the CITY's sole election. It is recognized and understood that the'CITY makes no representation that it intends to or will perform any of the MAINTENANCE ACTIVITIES, and any election by CITY to perform any of the MAINTENANCE ACTIVITIES shall in no way relieve OWNER of its continuing maintenance obligations under this agreement. If CITY performs any of the;MAINTENANCE ACTIVITIES, after CITY has demanded that OWNER perform the same and OWNER has failed to do so within the time periods set forth in this Section 3, OWNER' shall pay all of CITY's costs in in performing the MAINTENANCE ACTIVITIES, plus a reasonable administrative fee. OWNER's obligation to pay CITY's costs of performing MAINTENANCE ACTIVITIES is a continuing obligation. If OWNER fails to pay CITY's costs for performing; MAINTENANCE ACTIVITIES, CITY may assess a lien_ on the property or properties of the responsible parties pursuant to the procedures set forth in Poway Municipal Code Chapter 8.72. To the extent of any conflict between this Section 3 and the terms and provisions of that certain Operating Covenant entered into by Owner and the Poway Redevelopment Agency-dated September 21, 2007 and recorded with the San Diego County Recorder's Office on September 25, 2007 as document number 2007-'0625813, this Section 3 shall be binding on the parties. Grant of Easement to CITY. OWNER hereby grants to CITY a perpetual easement over, under and acrowall of the PROPERTY as shown on Exhibit C attached hereto, for purposes of accessing the..BMPs, inspecting the BMPs, rand performing any of the MAINTENANCE ACTIVITIES specified in Paragraph 1 above: CITY shall have the right, at any time and without prior notice to OWNER, to enter upon any ,part of said area as may be necessary or convenient for such purposes. OWNER shall at all times maintain the PROPERTY so as to make CITY's access clear and unobstructed. Administration of Agreement for CITY. CITY hereby designates the City,Engineer as the officer charged with responsibility and authority to administer this Agreement on behalf of CITY. Any notice or communication to the City related to the implementation of this Agreement shall be addressed to: City Engineer City of Poway 13325 Civic Center Drive Poway, CA 92064 The;City Engineer is also granted authority to enter into appropriate amendments to this Agreement on behalf of CITY, provided that the amendment is consistent with the purposes of this Agreement as set forth above. 6. Defense and ,Indemnity. CITY shall,notbe liable for, and OWNER and its successors in interest shall defend sand indemnify, CITY and the employees and agents of CITY (collectively "CITY' PARTIES"), against any and, all claims,: demands, liability, judgments; awards, fines, mechanic's liens of other- liens, labor disputes, losses, damages, expenses, charges or costs of any kind or character; including attorneys' fees land court costs (hereinafter collectively referred to as "CLAIMS "), related to this Agreement and arising either directly or indirectly from any act, error, omission or negligence of OWNER, OWNER's ;successors, or their contractors, licensees, agents, servants or employees. OWNER shall have no obligation, however, 'to defend or indemnify CITY PARTIES from a claim if it is determined by a court of competent jurisdiction that such claim was caused by the sole negligence or willful misconduct of CITY PARTIES. Nothing in this Agreement, CITY's approval of the development application or plans and specifications, or inspection of the work is intended to acknowledge responsibility for any such matter, and CITY PARTIES shall have absolutely no responsibility or liability therefore unless otherwise provided by applicable law. 7. Common Interest Developments. Intentionally Omitted: 8. Agreement Binds Successors and Runs With the PROPERTY. It is understood and agreed that the terms, covenants and conditions herein contained shall constitute covenants running with the land and shall be binding `upon the heirs, executors; administrators, successors and assigns of OWNER and CITY, shall be deemed to be for the benefit of all persons owning any interest in the PROPERTY (including the interest of CITY or its successors in the easement granted herein). It is the intent of the parties hereto that this Agreement shall be recorded and shall be binding upon all persons purchasing or otherwise acquiring all or any lot, unit or other portion of the PROPERTY, who shall be deemed to have consented to and become bound by all the provisions hereof. 9. OWNER's Continuing Responsibilities Where Work Commenced or Permit Obtained. Notwithstanding any other provision of this Agreement, no transfer or conveyance of the PROPERTY or any portion thereof shall in any way relieve OWNER of or otherwise affect OWNER's responsibilities for installation or maintenance of BMPs which may have arisen under the ordinances or regulations of CITY referred to in this Agreement, or other federal, state or CITY laws, on account of OWNER having obtained a permit which creates.such obligations or having commenced grading, construction or other land disturbance work. 10. Amendment and Release. The terms of this Agreement may be modified only by a written amendment approved and signed by the City Council or City Engineer acting on behalf of CITY and by OWNER or OWNER's successors) in interest. This Agreement maybe terminated and OWNER and the PROPERTY released from the covenants set forth herein, by a release, which CITY may execute if it determines that another mechanism will assure the ongoing maintenance of the BMPs or that it is no longer necessary to assure such maintenance. 11. Governing Law and. Severability. This Agreement shall be governed by the laws of the State of California. Venue in any action related to this Agreement shall be in the Superior Court of State of California, County of San Diego. In the event that any of the provisions oftnis Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, the .validity, and enforceability of the remaining provisions shall not be affected thereby. IN WITNESS WHEREOF, the parties have executed this Agreement on the dates set forth hereinafter. OWNER: Ocean Park Hotels -PWY, LLC Date: Z/0/10 By: �James M. Flagg, Manager CITY OF POWAY: 1/ w/ J/&O Date: Robert J. Mans Director of Development Services APPROVED AS TO FORM: APPROVED AS TO CONTENT: Office of the City Attorney Engineering Division Lisa A. Foster, City Attorney rye eneto, P.E. City Engineer Attachments: EXHIBIT A EXHIBIT B EXHIBIT C M: \engseMClay, O \Hampton Inn Storm Water Agrmnt 2.docx State of California County of San Diego On fZ'13/rN,pyzt 2010 Data personally appeared RPOSE before me, Phyllis Shinn, Notary Public , Here 4 nsert Name and Title of the Officer PHYIGS SHINN' commlulon i 17788" ONtoldry Publlc'• Contort ilo' Son Diego' county; Canvn. `--NO 6-I �. Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the persoh(gwhose nameoQ is /a�subscribed,to the within instrument and acknowledged to me: that he /* /th)�Lexecuted the same n h s *rth *:authorized capacity(i '�s , and that b hisiWr, /th a slgoature on the instrument the person(, or the entity upon behalf of which the person(} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand d official seal. Signature Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Title or Type of Document: 1 lYI-: /. rr7vr'7raoY1L, /v .i r /L.r /rc rvrv/ K 1v< Document Date: / —Z (1 /O (�/i % Number of Pages: Signer(s) Other Than Named Above: 41 4 Capacity(es) Claimed by:Signer(s), Signe'r's. Name:. ❑ Individual ❑ Corporate Officer— '.Title(s): ❑ Partner — El Limited O Generale ❑ Attorney in Fact ❑ Trustee - Guardian ' or Conservator ❑ Other: Signer Is Representing: RIGHTTHOMBPRINT; bFSIGNER' 0 Signer's Name:- ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other'. Signer Is Representing R1137UMRPRINT 'OESIGNERt 02007 National Notary Association- 93500e Safe Ave.. PC. Box 2402•Chateaorth, CA .91 313 - 2402- .Nabonahlbiaryorg Itemk5907 Reorder: Call Tall -Free 1- 800 - 876889 ACKNOWLEDGMENT State of California County of " U l o ollotom ) On %I 0 L i . W1 D before me, III 'i ltI!' ��j2ULJ*.4 personally appeared .Y,U'YIM M . i who proved to me on the basis of satisfactory evMMce to be the,personK whose name( is(are- subscribed to the within instrument and acknowledged to me that he /sheohey executed'thiarsame in his /hat44heir authorized capacity0y and that by his /her/thei- signatureX'on' the instrument the personQ41 or the entity upon behalf of which the persono6acted, executed the instrument: I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. .I -TERRY L. WESTROPE COMMISSion,p 1724760 y , u Notary Public'. C014Oirda ■ San lulr•.Obltpo. County (Seal) - Corrv+t - Febll -ZO1T: EXHIBIT A Legal Description The land referred to in this Agreement ='is situated in the city of Poway, in the County of San Diego, State of California, and is described as follows: Parcels 1 and 2 as shown on Parcel Map 19954 as File No: 2006 - 0192773 as recorded by the county of San Diego on March 21, 2006. PACE 1 D I of 2(. OPERATION & MAIN,TENANCE PLAN (DATED 5/30107) FOR ,OCEAN PARK HOTELS FOR GRADING PLAN: GP OWNER: OCEAN PARK HOTELS 654 Osos Street San Luis Obispo, CA 93401 APN: 321-481-08 LOCATION: LOT 22;,POWAY TRACT 87 -13; UNIT 2 PARKWAY BUSINESS CENTER, MAP NO. 13410, IN THE CITY OF POWAY, CA PREPARED BY: SPEAR & ASSOCIATES,.INC. CIVIL ENGINEERS AND LAND SURVEYORS 457 Production Street San Marcos, CA 92078 PHONE: (760) 736 -2040 FAX: (760) 736 -4866 S &A, INC IN. 05 -163 �--'LC VED C771' Or POWAY 2Z/Z6 TABLE OF CONTENTS LO INTRODUCTION 1 2.0 PROJECT DESCRIPTION 1 3.0 EXISTING AND POST CONSTRUCTION DRAINAGE (Excerpts from S W MP) I 4.0 MITIGATION MEASURES TO PROTECT WATER QUALITY 2 5.0 OPERATION & MAINTENANCE OF BMP'S 6 6.0 FISCAL RESOURCES 13 ATTACHMENTS A. BMP MAP 14 B. COST ESTIMATE 15 C. MAINTENANCE SCHEDULE 16 D. BMP TRAINING'LOG 17 E. INSPECTION & MAINTENANCE LOG t9 F. BMP INEORMATION/FACT SHEET 19 (Kristar Drainage Inserts) 3(2(0 1.0 INTRODUCTION The,OPERATION & MAINTENANCE PLAN (O&M) is required under the City of Poway "Standard Urban Storm Water Mitigation Plan." The purpose of this,O &M is to address the- continued maintenance'and determine who will have the responsibility to maintain the BMPs_ proposed for use both during, construction and post - construction, for the Hotel project. Best Management Practices (BMPs) will be utilized to provide a long -tern solution to water quality. This O &M`is also intended to ensure the effectiveness of the BMPs through proper maintenance and operation that is based on long4orm fiscal "planning. This O&M is subject to approval and periodic revisions as.requiredby the City Engineer. 2.0 PROJECT DESCRIPTION This.report is fora GradingTian prepared by Spear & Associates; Inc'. The:site,is located in the City of Poway, County of San.Diego, and the State of California, at the Northeast comer of Stowe Drive and South Poway, Parkway. The site-is located in the M -1 zone and is designed for a proposed hotel. The project developerproposesito construct a hotel; fine grading;- ;underground utilities; a storm drain system with BMPs ;anda parking lot with landscaped areas. All off -site street improvementsand off -site drainage systems were previously; installed under City of Poway permitsi(see City of Poway Dg. 'No:- �G582 -89 and TM 87 -13). The site was previously graded per City of Poway Dg. No: G582 -89. 3.0 EXISTING AND'POST CONSTRUCTION DRAINAGE 3.1 Receiving Waters Receiving waters are the Los Penasquitos Lagoon and the Pacific Ocean. 3.2 Identification of Primary and Secondary Pollutants of concern Anticipated: primary pollutants of concern are: Sedimentation/Siltation. Anticipated secondary pollutants of concern are: Nutrients, Trash. &_Debris „Oxygen, Demanding Substances, Oil & Grease and Pesticides. Organic Compounds are a potential secondary pollutant of concern. 3.3 Identification .OfIConditions Of Concern The project site.currently.drains to Poway Creek via off -site storm drains. After-grading and paving the parking I areas, and the construction of the Hotel, there'ivill be an increase in runoff from this site, due to'the increase in impervious area. Runoff from the site will be directed to an offs ite detention basin with.the dualpuipose.of maintaining post- development peak flow rates belowrpre- development =rates and as treatment control BMP. The onsite BMPs will reduce,the targeted pollutants of concern to the maximum extent practical prior to reaching; Poway Creek, the Los Penasquitos Creek-; and the Pacific Ocean. The proposed project will n'ot,signifeantly alter drainage, patterns ron the site. The Stormwater discharge points will not divert runoff from cx`i'sting� conditions. A detailed description of the drainagepatterns and flows are discussed in the Drainage. Report submitted to the City of Poway and prepared by Spear& Assoc's life. dated April 14, 2006. Table 3 has been compiled from that report. The existing' natural environments downstream of the Poway Creek and Los Penasquitos Creek serve as natural bio= ft_ters for the runoff generated fiom'therarea. Post - construction runoff will'be directed into an exiting; l$" RCP storm drain stubbed` -at the northwesterly boundary-of the;project and then to an existing 24" RCP located in ,Stowe.Drive.'The runoff then discharges into an existing offsite detention basin. The project will not divert water from its natural outlet points. Summaries of the post - construction water'quality flows are included in Table 3. The flows were developed using the 100 -year rainfall event. Table 3. Summary,of,pre and post construction flow -rates Storm WQV' 1 00- ear Pre -Dev Q (cfs) Post -DevQ (cfs) 18 15.9 4.0 MITIGATION MEASURES TO PROTECT WATER QUALITY 4.1 Post - construction -BMPs Pollutants,of concern are addressed with three types of BMPs. They include Site Design, Source.; Control and Treatment Control BMPs. 4.2 Site Design.BMPs The project'is,designed to:reduce pollutants through the use ofsite.planning. The design maximizes - overland runoff to increase the. time of concentration; and to reduce post - development peak-flows. The grading.planincludes grass areas for sheet flow treatment. The,landscaping :maximizeA the use of native plants in order'to-minimize the need for excessive irrigation. The+goal also is, to achieve plant establishment expeditiously to reduce the possibility^Tor erosion. The irrigation system for the landscaped areas will be monitored.regul'arly to reduce; excessive irrigation. These measures will - :reduce the pollutants of concern to the maximum extent practical. 5/z6 4.3 Source Control BMPs Source control BMPs will;consistof measures to prevent polluted' -runoff. This program will include an educational component directed ahthe owner. The Developer /Owner shall provide, each employee with inforniatiI6n concerning the,proper,care.of landscaped areas, i.e. planted slopes and Iawns,,removal of trash. He shall also provide each.employee.with a set of brochures developed_bythe County's Environmental Health Department. These will include,the'following: • Storm water Runoff Pollution.Fact Sheet • Storm water Runoff Pollution Prevention Tips • Storm water Pollution Prevention Yard Work (Landscaping, Gardening, Pest Control) • -Storm waterPollutionPrevention Pet Waste • Parking,areas;will first drain to Krystar FloGard Plus drainage• inserts before entering the stone drain system: 4.3.1 Employ 'Integrated'PesfManagement Principles Integrated pest management (IPM) is an ecosystem- based'pollution prevention strategy that:focuses.on long term�preventiomof pest or their damageArough a-combination of techniques such as biological control, habitat manipulation, modification of cultural practices, and use of resistant plant varieties. Pesticides are used only after monitoring indicates they are neededdaccording to. established guidelines. ,Pest:controlmaterials are selected and an applied in- a!manner that minimizes risks,to human health, beneficial and non - targeted organisms, and`the'environtnent. More information may be obtained at DC, Davis website ( http: www: ipj. ucdavis .edu /WATERfU /indbx.hthil). Also:' c The project will eliminate':the need of pesticides by (1) Planting pest- resistant:or well adapted plant varieties such as native plants; and (2) Discourage pest by modifying the site and landscaping design. Pollution prevention is the primary "first line of'defense" because pollutants that arc4ever kd do not have to be controlled or treated. o The Developer shall: distribute -IPM education materials to the new owners /tenants... Minimally, education materials must address the following topics: (1) Keeping pests out of=the buildings and landscaping using,' barriers, screens and caulking, (2) Physicalpest elimination techniques, such,as weeding, squashing, trapping, washing, or pruning pests; (3) Relying on natural enemies to eat pests;" (4) Proper pesticides as a last line of defense, (see the above listed website for more information). 4.3.2 Effective Irrigation Systems & Landscape Design This project shall, be designed,to have timing and application methods °ofirrigation' water to minimize.the runoff of excessiirrigation water into the storm water conveyance systems. The following.rnethods to; reduce , excessive. irri'gatiomnmoff-shall : be considered, and incorporated and implemented. o Employing rain sh6toff,devices to.prevent irrigation after precipitation o Designing irrigation .systems .to�:each landscape area's specific requirements. 4.4 Treatment Control BMPs The City of Poway's "JURMP" requires thacpriority projectstincorPorate into the design a single or combination of treatment, control BMPs designed to infiltrate, filter, and or treat off from the projects foot print to one of the "Numeric Sizing,Ticattnents,Stan(laids ". This project will`use'the following, as treatment control BMPs: • Water Quality Volume Detention Basin • Landscaping We have selected the abovertrmttitent BMPs because they will best remove the Pollutants of Concern(mainly those that are stressing,the receiving waters,, is e.' Sedimentation/Si ltation)'for this Type of Development to the.maximum extent practical. The use of previous pavement was; considered. But due to heavy traffic loads and the Type "c' Soil_ Group, the cost.would be prohibitive.for the preparationirequired sub - grade. Also, this type of- project will not generally produce nutrients because:of limited. landscaping. The Detention Basin, hasa high treatment rating for sedimentation /silt, thv "anticipated primary pollutant of concern as listed in section 4.3.1' (See section 8.5.1 below) Table 4. Treatment Control BMP Selection Matrix Treatment Control BNIP Categories Cl Wet Ponds Hydrodynamic Pollutant of 'Detention Infiltration Or Drainage g Separator _ Concern Biofilters - Basins m. Basins Wetlands Inserts Filtration IZr Systems Sediment M H it H L H 'M Nutrients L M M M. L M L Heavy M M M H L H L Metals Organic U U U U L M L Compounds Trash & L H U U M H M Debris. Oxygen Demanding L M M M 11 M L Substances Bacteria U U H U L M L Oil .& Grease M M U U L H L Pesticides U U U U L U L Cl -7lZ6 (I) Including trenches and porous pavement (2) Also known as hydrodynamic devices and baffle boxes. L' oiv�reinovnl effici'cncy M. Medium removal efficiency H: High removal efficiency U. Unknown removal . efficiency Sources: Guidance Specifying Management = Measures for Sources of- Nonpoint Pollution in Coastal Waters (1993), National Stormware, Best Management Practices'Detabase (2001). and Guide far BMP selection in Urban Developed Areas (2001), Removal Effectiveness of BMPs Detention Basin According to table -4 above, pollutant removal effectiveness is as follows: Sediment H -, Nutrients M Heavy Metals M Organic' Compounds U Trash &Debris H Oxygen Demanding Substances M Bacteria U Oil ' &'Grease M Pesticides U Landscaped Areas According to table 4 above, pollutant removal effectiveness is as follows: Sediment M Nutrients L Heavy Metals M Organic. Compounds U Trash &'Debris L Oxygen Demanding Substances L Bacteria U Oil &Grease M Pesticides U Drainage Inserts All catch basins will be fitted with "Flo Guard Plus" Filters models FGP -24F for 24 "x24" grate inlets and FGP -36F for 36'06" grate inlets by Kristar'Enterprises, Inc., or equal for flow ti caunent control .BMPs. The Media fillers will be adequately sized to: accommodate the runoff produceLi froM the storm event that produces 1 =0.2 in /hr. (see hydrology report for detailed WQV flow rate calculations) According to Krystarinc., based on independent studies by UCLA, pollutant removal effectiveness is as follows: sediment H(85%) Nutrients L Heavy Metals L Organic Compounds L Trash & Debris H (85 %) Oxygen Demanding Substances L Bacteria L Oil - &'Grease H (85 %) Pesticides L OPERATION & MAINTENANCE OF BMP'S It shalt be the responsibility of the owner to maintain and to train all employees, as to the maintenance and operation of all BMPs, so as to achieve the maximum pollutant reduction they are designc&foras addressed in the approved hotel SWMP. The following schedule of (O &M's) must be.followed to satisfy the Conditions of Concern and the Pollutants of Concern as addressed in the approved SWMP and the City of Poway's SUSMP. This schedule shall include periodic inspections of all Site Control, Source Control and Treatment Control BMP's. All maintenance records for training, inspection and maintenance shall be kept for a minimum of five (5) years. All BMPs shall be inspected 30 days prior to October Ist each year and certified to the City Engineering Department as to their readiness to receive runoff from the annual rainfall season (See Attachment "C" for a more detailed schedule of maintenance), The owner will also, provide to the City of Poway as part of the maintenance and operation agreement, an executed access easement that shall be binding on the land throughout the life of the project, until such time that the storm water BMPs requiring access are replaced satisfactory to the City Engineer. Responsible. Party for Implementation of all aspects of.the O &M Plan, Including long term maintenance fiscal responsibilities and possible required 9/i6 securities deemed necessary by the City of Poway as well as Responsible for Training OCEAN PARK HOTELS 654 Osos Street San Luis Obispo, CA 93401 Contact: Chris Flagg Phone: 805 544 -0815 5.1 Training Training of Operation and Maintenance personnel is of primary importance to provide knowledge of the operation and maintenance of BMPs. Proper training shall provide infornation that will enable, empIoyees to in place an effective preventive maintenance Program as described in this O & M manual. The responsible party mentioned above should take the course provided by the "BULDING INDUSTRIES ASSOCIATION of SAN DIEGO COUNTY" to be trained in the purpose and use of BMPs and the maintenance thereof Proper preventive maintenance will prevent environmental incidents that may be a health and safety hazard. Also, the responsible party should refer to the following web site for resource information: www.caBMPhanbooks.com New employees should be trained as to the purpose and proper maintenance within the first week of their employment as part of their indoctrination training Employee training shall include receiving a copy of this O & M' manual; a discussion on the location and purpose of site specific BMPs, such as Source Control and Treatment Control BMPs; trained on how to inspect and report maintenance problems and to whom they report to; They shall be trained in site specific Pollutants of Concern so that they can evaluate the functioning of all on -site BMPs this to avoid environmental incidents. These Pollutants of are given in this report under Section 2. A log of all training and reported inspections and maintenance problems along with what was done to correct the problem shall be keep on the premises at all times for a minimum of five (5) years. Employees shall.be periodically trained, at a minimum of once a year, to refresh their abilities to Operate and Maintain all on -site BMPs. All BMP's.shall be inspected 30 days prior to October I st each year and certified to the City Engineering Department as to their readiness to receive runoff from the annual rainfall season. The Owner will also provide to the City of Poway as part of the maintenance agreement an executed access easement that shall be binding on the land throughout the life of the project, until such time that the storm water BMPs requiring access are replaced satisfactory to the City Engineer. i 5.2 Drainage Inserts Drain Inserts,shall be maintained in acc' ordance „manufactures'srecommendations and shall`be,tested 30 ^ days prior to :October 1'st of each-year during the first "rainfall of each rain season to check for cloggrngzand'effectiveness of removal of targeted pollutants. If clogging occurs,thc drain inserts shall be removed and replaced immediately and prior to the next.storm event. Manufacturer's Maintenance, Recommendations: Recommended Frequency Of= Service: Drainage Protection Systems (DPS),recommends that installed Flo- Gard +Plus® Catch Basin Insert Filters be serviced on a recurring basis. Ultimately, the frequency depends on the amount of runoff; pollutant loading and interference front debris`(leaves, vegetation, cans, paper, etc;); however, it is recommended ,that,e,act'installation;be serviced a minimum of,threetimes per year, with a change of filter medium once per year. DPS''.techni'cians are,available'to do an on -site evaluation, upon request. Recommended "Timing:Of: Service: DPS guidelines for the timing of service are as follows:. I . For areas with a definite rainy season: Prior to, during and following the rainy season. 2. For areas subject,to year -round rainfall: On a recurring basis,(at least three times per year)'. 3. For areas with winter snow :and summer ram:,Prior to'and just after the snow season and during the summer rain season. 4. For installed devices not subject the elements (washracks;,parking garages;. etc.): On a recurring:basis (no less than three times peryears). Service Procedures: I. The catch basin grate shall %be removed and set to one =side: The catch basin shall be visually inspected for defects and possible illegal dumping. If illegal dumping has occurred,. the proper,.authorities and property owner representative shall be notified.as soonas practicable. 2. Using an industrial vacuum, the collected materials shatt,be removed from the liner. (Note:.DPS uses.atruck- mounted vacuum for servicing Flo- Gard +Plus® catch'basin inserts:) 3. When all of the collected materials have been.removed, the filter medium pouches shall,be removed by unsnapping the tether from the D -ring and set to one side.. The filter liner, gaskets, stainless steel frame and. mounting brackets, etc: shall be inspected for continued serviceability. Minor damage or defects found shall be corrected on he -spot and -a notation,made on the Maintenance Record. More extensive deficiencies that affect the efficiency of'the filter (tom-liner, etc.), if approved+ by the customer representative, will be corrected: and an invoice submitted to the representative along with the Maintenance Record. 4. The filter medium pouches shall be inspected for defects and continued serviceability and replaced as necessary and the pouch tethers re- attached to the liner's D -ring. 5. The grate shall be replaced. Replacement And Disposal Of Exposed Filter Medium And Collected Debris The frequency of filter medium pouch exchange will be in accordance with the existing DPS- Customer Maintenance Contract. DPS recommends that -the medium be changed at least once per year. During,the appropriate service, or if so determined by the service technician during a non - scheduled service, the filter medium pouches will be replaced with new pouches. Once the exposed pouches and debris have been removed, DPS has possession and must dispose of it in accordance with local, state and federal agency requirements. Note: As the generator, the landowner is ultimately responsible for the proper disposal of the exposed filter medium and debris. Because the filter media likely contain petroleum hydrocarbons, heavy metals,and other harmful pollutants, the materials must be treated as an EPA Clans- 2'llazardous Waste and properly disposed of DPS relieves the landowner of the actual disposal task, and provides certification of its completion in accordance with appropriate regulations. UPS also has the capability of servicing ail manner of catch basin inserts and catch basins without inserts, underground oil /water separators, stormwater interceptors and other such devices. All DPS personnel are highly qualified technicians and are confined space trained and certified. Call us at (888) 950 -8826 for further, information and assistance. 5.3 Trash Storage Areas • All trash storage areas shalfbe inspected weekly to insure that they are clean from trash. Also the following shall be inspected annually 30 days prior to October 1 st of each year (see.Attachment "C ") • Pavement is in good repair. • Drainage will not run -off onto adjacent areas. • That they remain screened or walled to prevent off- -site transport of trash. • That all lids are closed and /or awnings are in good repair to minimize direct precipitation. 5:4 Storm Water Conveyance System Stenciling and Signing Provide concrete stamping, or equivalent, of all storm water conveyance system inlets and catch basins within the project area with prohibitive language (i.e., No Dumping — Hive in <<name of receiving water >>"), satisfactory to the City Engineer. Stamping my also be required in Spanish. Post signs and prohibitive language and /or graphical icons, which prohibit illegal dumping at public access points into all inlets to storm drains. Signage /stenciling are to be inspected for legibility and visual obstruction and shall be Repaired' and cleared of any obstruction within 5 working day of inspection (see Attachment "C "). 55Landscaped Areas The operational and maintenance needs of a Landscaping are: • Vegetation management to maintain adequate hydraulic functioning and to limit habitat for disease - carrying animals. • Antiml'and vector control. • Periodic sediment removal to optimize perfomnance. • Trash, debris, grass trimmings, tree pruning, and leaf collection and removal to prevent obstruction of a'landscape areas so as not to prohibit their use as ,a BMP and monitoring irrigation equipment. • Removal of standing water, which may contribute to the development of aquatic plant communities or mosquito breeding areas. • Preventive maintenance on sampling, flow measurement, and associated BMP equipment and structures. • Erosion and structural maintenance to prevent the loss of soil and maintain the performance of all landscaping. Inspection Frequency The facility will be inspected and inspection visits will be completely documented` • Once a month,at a minimum. • After every , large storm (after every storm monitored or these stones with more than 0.50 inch of precipitation.) • On a weekly basis during extended periods of vet weather. Aesthetic and Functional Maintenance Aesthetic maintenance is important for public acceptance of storm water facilities. Functional maintenance is important for performance and safety reasons. Both forms of maintenance will be combined into overall Storm water Management System Maintenance Program. Aesthetic Maintenance The, following activities will be included in the aesthetic maintenance program: • Grass Trimming:; Trimming of grass will be done on all landscaped areas, around fences, at the inlet and outlet structures, and sampling structures. • Weed Control. Weeds will be removed through mechanical means. Herbicide will not be,used because these chemicals may impact the water quality monitoring. Functional Maintenance I Z/�a 10 Functional maintenance has two components: • Preventive maintenance • Corrective maintenance Preventive Maintenance Preventive maintenance activities to be instituted for landscaped areas are: • Grass Mowing: Vegetation seed, mix within the landscaped areas, are to be designed to be kept short to maintain adequate hydraulic functioning and to limit the development of faunal habitats. • Trash and Debris: During each inspection and maintenance visit to the =site, debris and trash removal will be conducted to reduce the potential for inlet and outlet structures and other components from becoming clogged and inoperable during storm events. • Sediment Removal: Sediment accumulation, as part of the operation and maintenance program at of landscaped areas, will be monitored once a month during the dry season, after every large storm (0.50 inch), and monthly during the wet season. Specifically, if sediment reaches a level at or near plant height, or could interfere with flow or operation, the sediment will be removed. If accumulation of debris or sediment is determined to be the cause of decline in design performance, prompt action (i.e., within ten working days) will be taken to restore the landscaped areas to design performance standards. Actions will include using additional fill and vegetation and /or removing accumulated sediment to correct channeling or pending. Characterization and Appropriate disposal of sediment will comply with applicable local, county, state, or federal requirements. The landscaped areas will be re- graded, if the flow gradient has changed, and then replanted with sod. Removal of Standing Water. Standing water must be removed if it contributes to the development of aquatic plant communities or mosquito breeding areas. • Fertilization and Irrigation: The vegetation seed mix is to been designed . so that fertilization and irrigation is, to be keep at a minimum. Elimination of Mosquito Breeding Habitats. The most effective mosquito control program is one that eliminates potential breeding habitats. Corrective Maintenance Corrective maintenance is required on an emergency or non- routine basis to correct problcrns and to restore the intended operation and safe function of all landscaped areas. Corrective maintenance activities include: Removal of Debris an&Sediment: Sediment, debris, and trash, which impede the hydraulic functioning of landscaping and prevent vegetative growth, will be removed and properly disposed. Temporary arrangements will be made for handling the sediments until a permanent arrangement is made. Vegetation will be re- established after sediment removal. 13I� 11 Structural Repairs: Once deemed necessary, 'repairs to structural components of landscaping will "be done within 10workmg days Qualified individuals (i.e., the designers or contractors) will conduct repairs where structural damage has occurred. Embankment_ and Slope Repairs: Once deemed;_ necessary„;damage to the embankments and slopes of landscaped areas" will 'be'repaired "within 10 working days. Erosion Repair:, Where a reseeding program has been ineffective, or where other factors have created` erosive conditions (i.e., pedestrian_traftic, concentrated flow, etc.),,correctivesteps,.will be taken to prevent loss of soil and any subsequent danger to the performance, and use of landscaped areas as BMPs. There are a number of corrective actions than can be taken. These include erosion control' blankets, riprap, sodding,,or reduced sow: through the area. Designers or contractors will be consulted to address erosion problems if the solution is not evident. Elimination of Animal Burrows Animal burrows will be filled and steps taken to remove the animals if burrowing problems continue to occur (filling and compacting). Ifthe,probl"em persists, vector control specialists will be consulted regarding . removal steps. This consulting ismecessary as the threat of rabies in-some areas may necessitate the animals being destroyed rather than relocated. If the BN4P performance is affected; abatement will begin. Otherwise, abatement will be performed annually in September. General Facility Maintenance: In addition to the above elements of corrective maintenance, general corrective maintenance will address the overall facility `and its associated components.. If corrective maintenance is :being;done to one component, other components will be inspected to see if maintenance is needed. Maintenance Frequency The owner /applicant shall prepare and submit to the City of Poway's Engineering Department for approval a maintenance indicator document This document "shall list'the schedule of maintenance activities to be implemented for the project. Debris and Sediment; Disposal 'Waste generated,frotn the project is; ultimately the responsibility of owner /applicant Disposal of sediments, debris, and trash will comply withapplicable local, county, state, and federal'waste;control programs. Hazardous'Waste Suspected hazardous wastes will be analyzed to determine disposal options. Hazardous wastes generated onsite will be handled and disposed of according to applicable local, 12 4124 state, and federal regulations. A. solid .or liquid ,waste is`consid_ered a hazardous waste,if it exceeds the criteria listed in the 'CCR,.Title 22, and'Article -11. 6 FISCAL RESOURCES The owner shall provide to the City of Poway Engineering Department an annual estimate for maintaining all BMPs. (see Attachment B) 15%2 13 • ATTACHMENT A 0 1 (Pl2fo 14 Il Ii ;I s8a74'08'E 476 /­T + I 4GNAL FULL' Ii FA. By: [Eli IIA EX PULL El TRAFFIC -Fx --� 9CMAL PULL — — — — — — — — — Gnu 50 INLET SCRIPPS POWAY PARKWAY," "'MAI 42: FJ11 .1, A It T it -4j - s8a74'08'E 476 /­T + I 4GNAL FULL' Ii FA. By: [Eli IIA EX PULL El TRAFFIC -Fx --� 9CMAL PULL — — — — — — — — — Gnu 50 INLET SCRIPPS POWAY PARKWAY," "'MAI 42: i 'W.14J. L R$ 1- y/ i NI R: TOLL FREE 1 -800 . 122 -4133 E AVON; o 41 I J I I I I I ! I /I I I I M I� I I I I i 'g I N 30 15 D 30 60 90 SCALE- i " =20•. ADDRESS 14080 STONE'.. DRIW POWAY CA APN - MI -11 -08 OWNER OCEA4 PM HOiE1.5 654, OSOA SWEET. SWLUIS ODISPO CA, 93401 PHONE: (805)544 -0815' BVIP MAP OiY W POWAYXU PRlgtlry sn..r q7Y; , OF OI AY _ MM ant SwMn. PiM. CONCEPTUAL- ORAOINO:PLAN FOR: "ON ANN ATTACHMENT " `B Cost EstirnateAo Maintain all BMPs 1. Operation & Maintenance.Of BMPs Inspection and certification 1.1 Landscaping Amount: Annual 10 Year Listed below $200.00 $1000.00 Maintenance of landscaping- iszlready included in the property management responsibilities. Additional cost ------------------ $100.00 $100.00 1.2 Irrigation System: Inspection and maintenance of the irrigation system is already included in the property management responsibilities, Additional; cost --- - - - - -- $100,00 $1,000.00 1.3 Drainage Inserts: The replacement of Fossil Filters once a year on the property annually is estimated at .--------------------------------------------- $2000.00 $20;000:00 1.4 Trainin'g,- Once a year& training of new employees within their first week of employment, --------------------------------------------------- - -- - -- $100.00 $1,000.00 1.5 Stomidrain "Stencils (As needed or every 2 years) ------------------ - - - - -- $200.00 $1,,000.00 1.6 Trash Storage Areas: Inspectiomof trash.storage area & maintenance to thosetareas:is: already included in the, property management responsibilities. Additional:cost -- $50.00 $500.00 Total Estimated Annual Cost to Maintain BMPs ------------------------ - - - - -- $2,650.00 $26,500.00 15 0 ATTACHMENT. "C" INSPECTION & MAINTENANCE' SCHEDULE PREVENTATIVE MAINTENANCE AND ROUTINE INSPECTION TYPE BMP Routine Action Measurement Measurements MAINTENANCE SITE - SPECIFIC Indicator Frequency REQUIREMENTS ACTIVITY Landscaping`& Proper irrigation "Less'than, 80% 30 days prior to Re -seed or Re- All slopes and irrigation -. - &,Fertilizer. coverage October tst,each plant. Repair landscaped) areas year Irrigation system are .tohave a with -in 5 -days. minimum coverage of '80% Trash storage Trash free and Daily inspection - Remove. trash All trash storage areas removal of silt andisilf areas to be free" Daily. from trash and silt at all',aimes Roof drain Trash free. and Silt build up of 30 days priorto Remove�all All Roof drains to removal of silt; ,more.than 1", October 1 stieach trash and silt be�free'from,trash sedimentation &. no trash year and weekly and repair any and silt and in good Debris during rairrseason. damage to roof :repair drains. Media Filters Trash free and` Silt build up of 30 dayspriorto Remove trash All Fossil- filters, removal of,silt, more than (see October 1st '-each and silt: Inlets to be free from sedimentation '& manufactures year and weekly Replace Fossil trash and silt at all Debris specifications) during rain season. filters Annually times 30 days prior to October1"., Storm Water Must be legible Fading of;paint 30 days prior:to Repaint. All stenciling and Conveyance at -.all times, and or illegible October 1st'each stenciling and/or signs system have clear letters or year and weekly replace signs, Stenciling & view. duringrain'season & 30 days prior to Sig_nin semi - annual October 1st." 16 d ATTACHMENT "_D BMP TRAINING LOG Personnel Trainer/ Date Type ofTraining Trained Company or MO /Da /Yr Affiliation ZI x 17 ATTACHMENT "IF... 0 INSPECTION'. AND'MAINTENANCE.LOG BMP TYP & LOCATION DATE M /D/Y Name of,-Person Inspecting Description of BMP Condition/ Description repair required: if.any 7Date Repair made a nd Description repair nd by who: Name/ n or Affiliation. 18 ATTACHMENT F 23/Zb 19 Flat grated inlet FloGard +PLUS® / Product Specifications ZYl2( Curb inlet The FloGard +PLUS.a is a° multipurpose catch basin insert designed to capture, sediment, debris, trash & oils /grease from tow (first flush) flows. A.(dual) high -flow bypass allows flows to bypass the device�while. retaining sediment and larger floatables (debris &. trash) AND allows sustained maximum design flows under extreme weather conditions. FloGard +PL'USO inserts are available in sizes to fit most industry- standard drainage inlets (...flat grated,'combination,'curb and round inlets). PloGard +PLUS® catch basin inserts are recommended for areas subject to silt and debris as well as low -to- moderate Levels of petroleum hydrocarbon (oils and grease). Examples of such areas are vehiclerparking lots, aircraft ramps, truck and bus storage yards; corporation yards; subdivision streets and public streets. Questions? Contact KriStar at. :(800) 5798819 20 4/07 FLOGARD +PLUSO FILTER - INSTALLED INTO CATCH BASIN- U.S. PATENT #6,00,023 & 6,877,029 M®R +PLUS CATCH BASIN FILTER INSERT (Frame Mount) FLAT GRATEDJNLET "ULTIMATE STAINLE SUPPORT BASKET Fossil. Rock; rM ABSORBENT POUCHES I CATCH (FLAT GRATE NOTES: EXPLODED VIEW' 1. FloGartl® +plus (frame.mount),high capacity catch basin inserts are available in most sizes and styles (see specifier chart,: sheet 2 of 2). Refer.to the F.IoGard® +plus (walLmount) insert for devices t8 fit non- standard,. or combination',style catch basins. 2. Filter insert shell have both an "initial" filtering bypass and "ultimate ". high flow bypass feature. 3. Filter support frame shall be constructed from stainless steel Type 304' 4. Allow a minimum of 2.0 feet, of clearance between the bottom of the grate and top of outlet pipe(s), or refer to the FloGardO insert-for "shallow" installations. 5. Filter medium shall bwFossil Rock 1.: installed and maintained in accordance with manufacturer specifications. 6. Storade; capacity reflects 80% of maximum solids collection . prior to impeding filtering bypass. 7. Filtered flow rlrate includesa - safety factor of two. �- KriStar Enterprises, Inc. KRISTAR VC P.O. Box 6419, Santa Rosa; CA 95406 :57 Ph. 800k9.8819, Fax: 707.524:8186; vypw.kristar.com P -0001 SHEET T OF 2 "ULTIMATE" BYPASS FEATURE MODEL NO. STANDARD DEPTH' (LOUVERS & OPENINGS) STANDARD DEPTH -20 Inches- SEE. DETAIL 'C "ULTIMATE" BYPASS;'FEATURE -- - (LOUVERS di. OPENINGS) TOTAL BYPASS CAPACITY' (cu. ft.) SOLIDS 'STORAGE CAPACITY (cu. ft.) FILTERED FLOW (cu. ft. / sec:) SOLIDS_ - STORAGE CAPACITY (cu. ft.) FILTERED FLOW (cu. $. /:sec.) FGP -12F 12X12 12X14.. '2.8. 0.3 0.4 FGP -12FB .15 DEPTH FGP -1530F 15 X 30 15'X 35 �6.9, 2.3 1.6 FGP- 1530F8 1.3 STANDARD = 20 INCHES FGP -16F 16X16 '16 X 19 (47 0.8 0:7 FGP =16F8 .45 SHALLOW _ 12 INCHES. FGP =1624F 167E 24 1 16 X26 5.0 *CUSTOM 1 -.2 FGP;1624F8 .85 .7 DETAIL B 18 -Xs18 18X20 '4.7 0.8 SECTION VIEW - .45 .4 FLO -GARD® +FILTER 16'X:19 18'X21 '- INSTALLED- ' MANY OTHER STANDARD &.CUSTOM SIZES &DEPTHS AVAILABLE UPON REQUEST. U.S. PATENT # 6;00,023 &:6,877,029 DETAIL C "ULTIMATE ". BYPASS FEATURES SPECIFIER CHART MODEL NO. STANDARD DEPTH' STANDARD; &,SHALLOW DEPTH pa" ininese mlumes Isthesamebr, both STANDARD &'SHALLOW,versws) STANDARD DEPTH -20 Inches- MODEL NO. SHALLOW DEPTH SHALLOW'DEPTH - 12'Inches- INLETID' Inside Dimension (inch x inch) GRATE OD; - Outside Dimension (inch x inch) TOTAL BYPASS CAPACITY' (cu. ft.) SOLIDS 'STORAGE CAPACITY (cu. ft.) FILTERED FLOW (cu. ft. / sec:) SOLIDS_ - STORAGE CAPACITY (cu. ft.) FILTERED FLOW (cu. $. /:sec.) FGP -12F 12X12 12X14.. '2.8. 0.3 0.4 FGP -12FB .15 .25 FGP -1530F 15 X 30 15'X 35 �6.9, 2.3 1.6 FGP- 1530F8 1.3 .9 FGP -16F 16X16 '16 X 19 (47 0.8 0:7 FGP =16F8 .45 .4 FGP =1624F 167E 24 1 16 X26 5.0 1 1.5 1 -.2 FGP;1624F8 .85 .7 FGP, =18F 18 -Xs18 18X20 '4.7 0.8 0.7 .FGP -18F0 .45 .4 FGP -1820F 16'X:19 18'X21 '5.9' 2.1 1.4' 'FGP= 1820F8 1.2 .8 FGP. -18241F 16 X22 18`X 24 5.6 1.5 1.2 FGP -_ 24F8 .85 .7 FGP -1836F 18-X36 16X 40 6.9 2.3 1.6 'FGP- 1836F8 1.3 .9 FGP -2024F 18X22 20X24 5.9 1.2 1.0 .FGP = 20241`8 .7 .55 FGP -21F 22X22 :22 X 24 61 22 1.5 FGP -21 F8 1.25' .85 FGP -21421` 21 --X 40 .;24•X'40 9.1 4.3 2.4 .FGP - 21421`8 � 2.45 1.35 FGP -2148F 19 X 46 22 X 48 9.8 4.7 2.6 'FGP 2148F8 2.7 1.5 FGP -24F 24X24 24'X'27 6:1 2.2 1.5 ,FGP -24F8 1..25 .85 FGP -2430F 24 X30 26'X 30 7.0 2.8 1'.8 FGP72430F8 1.6 1.05 FGP -2436F 24X36 24X 40 810 3.4 2.0 '.FGP72436F8 1195 '1:15 FGP -2448F 24X48 2 6X'48 9.3 4.4 2.4 FGP- 2448F8 2.5 1.35 FGP -28F, 28X28: 32X32 6.3 2.2 1.5 ,FGP,2BF8 `1.25 .85 ;FGP- 2440F' 24 X36- 28X'40 8.3 4.2 2.3 FGP- 244OF8 2.4 1.3 FGP 30F 30 X 30 30 X34 _ 8.1 3.61 2.0 FGP -30F8 2.05 1.15 FGP.36F- 36X36' 36X40 9.1 4.6 2.4 FGP -36FB 2.65 1.35 FGP- 3648F' 36 X:48 40 X'48 11.5 6.8 3.2 FGP- 364BF8 3.9 1.85 F,GP -48F'' 48X48 48X54 13.2 9.5 3.9 FGP -08FB 5,45 2.25 FGPSD24F 24X24 28X,28 6.1 2.2 1.5 _ FGP- 5D24F8 1(25 .85 FGP- 1836FGO 18 X36; 20X40 6.9 2.3 1.6 FGP- 1336FSGO 1.3 .9 FGPr2436FG0 20 X36r 24'X'40 8.0 3.4 20 FGP- 2436FBG0 '1.95 1.15 FGP -48FG0 18X481 20 "X54 6.3 11 2.2 1 1.5 F,GP- 40FBG0 X1.25 ;85 'LE �® +PLUS KR,STAR KriStar Enterprises, Inc. CATCH BASIN:FILTER.INSERT P.O. Box 6419, Santa Rosa, CA 95406 (Fame Mount) Ph: 800.579 8819, Fax: 707 5248186, .kristar.com FLAT 'GRATED INLET DRAWING No. FGP -0001. A p o "0001 TUPR 09/01/06 I SHEET 2 OF 2 EXHIBIT ' "C" PAGE`l OF 2 STORM WATER FACILITIES ACCESS EASEMENT LEGAL DESCRIPTION ALL THAT PORTION OF PARCEL "B" OF CERTIFICATE OF COMPLIANCE RECORDED DECEMBER 26, 2006 AS DOCUMENT NO. 2006 - 0913338 OF OFFICIAL RECORDS, BEING PORTIONS OF PARCELS 1 AND 2 OF PARCEL MAP NO. 19954, IN THE CITY OF POWAY, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MARCH 21, 2006, BEING A STRIP OF LAND 20.00 FEET IN WIDTH LYING 10.00 FEET ON EACH SIDE OF AND PARALLEL WITH THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL "B" DISTANT THEREON SOUTH 1 °35'56" WEST 30.62 FEET FROM THE NORTH- WEST CORNER THEREOF; THENCE LEAVING SAID WESTERLY LINE ALONG SAID CENTERLINE SOUTH 88 °25'11" EAST 300.69 FEET TO A POINT OF TERMINATION.. THE SIDELINES OF SAID STRIP OF LAND SHALL BE LENGTHENED OR SHORTENED TO MEET AT SAID WESTERLY LINE. �AP40 I Exp.12 -31 -10 q c EXHIBIT "C" PAGE 2 OF 2 SCALE 1" = 80' P.O.B. N.W. CORNER PARCEL, B N88'24'04 'W 404:67' -N- > I 10.12' �SBB 2511 "E 300,69' CD L, — w f LEGEND 0 0 I I n STORM WATER FACILITIES ACCESS EASEMENT DESRIBED HEREON. cf) Z PARCEL B C 1421'52'4l ELR) N88'24'04 "W 107.92' LINE DELTA. RADIUS ARC w A N33'51'53 "ELRJ 7 Cl 11'59'12" 61.50' 12.87' o J p) O N Z II CERTIFICATE OF COMPUANCE RECORDED 12/26/2006 AS DOC. NO. 2006= 0913338 O.R. 37.5' I I n �I PARCEL A I II Z �I OB c - -- - -�— S.E. COR. - -- -PE. B N8819'07W 281.52' ri P.0.8. SCRIPPS POWAY PARKWAY EXISTING EASEMENTS o `ANp s� n GENERAL NO. 1997EASEME O REDICATED PER MAP NO. 13410, REC. 4/8/1997 �`'P ON J. SpF�GF� AS FILE © PUBLIC UTILITY EASEMENT REC. 12/20/1994 PER DOC. NO. 1994 - 0720972 O.R. © PUBLIC UTILITY EASEMENT DEDICATED PER P.M. NO. 19954 REC. 3/21/2006 * Exp. . 6404m o. 6404 FILE N0: 2006 - 0192773 O.R. D❑ ACCESS, GENERAL UTILITY AND DRAINAGE EASEMENT RESERVED FOR PARCEL 2, r '� P.M. 19954 PER P.M. N0. 19954 REC. 3/21/2006 FILE NO. 2006 - 0192773 O.R. STORM WATER FACILITIES ACCESS EASEMENT SCALE 1"=80' SPEAR & ASSOCIATES, INC. JOB NO. 05 -163 DATE. 8/6/09 CIVIL ENGINEERING AND LAND SURVEYING 475 PRODUCTION STREET, SAN MARCOS, CA 92078 DWG N0. DRN. TEP CK. RJS 0 (760) 736 -2040 FAX (760) 736 -4866 OS- 1638MP -ES